License #31106SAP2000 Analysis ReportModel Name: bmbmbm.sdb8 June 2015bmbmbm.sdb SAP2000 v15.0.0 - License #31106Contents 08 June 2015 Page 2 of 12Contents1. Model geometry 4 1.1. Joint coordinates 4 1.2. Joint restraints 4 1.3. Element connectivity 42. Material properties 53. Section properties 6 3.1. Frames 64. Load patterns 7 4.1. Definitions 75. Load cases 7 5.1. Definitions 7 5.2. Static case load assignments 7 5.3. Response spectrum case load assignments 86. Structure results 8 6.1. Mass summary 8 6.2. Base reactions 87. Joint results 98. Frame results 99. Material take-off 1010. Design preferences 10 10.1. Steel design 11 10.2. Concrete design 11 10.3. Aluminum design 11 10.4. Cold formed design 12List of FiguresFigure 1: Finite element model 4Figure 2: Deformed shape 8List of TablesTable 1: Joint Coordinates 4Table 2: Joint Restraint Assignments 4Table 3: Connectivity - Frame 4Table 4: Frame Section Assignments 5Table 5: Material Properties 02 - Basic Mechanical Properties 5Table 6: Material Properties 03a - Steel Data 5Table 7: Material Properties 03b - Concrete Data 5Table 8: Material Properties 03e - Rebar Data 5Table 9: Frame Section Properties 01 - General, Part 1 of 4 6Table 9: Frame Section Properties 01 - General, Part 2 of 4 6Table 9: Frame Section Properties 01 - General, Part 3 of 4 6Table 9: Frame Section Properties 01 - General, Part 4 of 4 6Table 10: Frame Section Properties 02 - Concrete Column, Part 1 of 2 6Table 10: Frame Section Properties 02 - Concrete Column, Part 2 of 2 7Table 11: Load Pattern Definitions 7Table 12: Load Case Definitions 7Table 13: Case - Static 1 - Load Assignments 7Table 14: Function - Response Spectrum - User 8Table 15: Assembled Joint Masses 8Table 16: Base Reactions 8Table 17: Joint Displacements 9Table 18: Joint Reactions 9Table 19: Element Forces - Frames, Part 1 of 3 9Table 19: Element Forces - Frames, Part 2 of 3 9Table 19: Element Forces - Frames, Part 3 of 3 10Table 20: Material List 2 - By Section Property 10Table 21: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3 11Table 21: Preferences - Steel Design - AISC360-05-IBC2006, Part 2 of 3 11Table 21: Preferences - Steel Design - AISC360-05-IBC2006, Part 3 of 3 11Table 22: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 11Table 22: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2 11Table 23: Preferences - Aluminum Design - AA-ASD 2000 12Table 24: Preferences - Cold Formed Design - AISI-ASD96 121. Model geometryThis section provides model geometry information, including items such as joint coordinates, joint restraints, and element connectivity.Figure 1: Finite element model1.1. Joint coordinatesTable 1: Joint CoordinatesTable 1: Joint CoordinatesJointCoordSysCoordTypeGlobalXGlobalYGlobalZmmm3GLOBALCartesian0.000000.000000.000004GLOBALCartesian6.000000.000000.000001.2. Joint restraintsTable 2: Joint Restraint AssignmentsTable 2: Joint Restraint AssignmentsJointU1U2U3R1R2R33YesYesYesYesYesYes4YesYesYesYesYesYes1.3. Element connectivityTable 3: Connectivity - FrameTable 3: Connectivity - FrameFrameJointIJointJLengthm2346.00000Table 4: Frame Section AssignmentsTable 4: Frame Section AssignmentsFrameAnalSectDesignSectMatProp2B*40*30N.A.Default2. Material propertiesThis section provides material property information for materials used in the model.Table 5: Material Properties 02 - Basic Mechanical PropertiesTable 5: Material Properties 02 - Basic Mechanical PropertiesMaterialUnitWeightUnitMassE1G12U12A1KN/m3KN-s2/m4KN/m2KN/m21/C4000Psi2.3563E+012.4028E+0024855578.2810356490.950.2000009.9000E-06A615Gr607.6973E+017.8490E+00199947978.81.1700E-05A992Fy507.6973E+017.8490E+00199947978.876903068.770.3000001.1700E-05c-252.4000E+012.4473E+00199947978.876903068.770.3000001.1700E-05Table 6: Material Properties 03a - Steel DataTable 6: Material Properties 03a - Steel DataMaterialFyFuFinalSlopeKN/m2KN/m2A992Fy50344737.89448159.26-0.100000Table 7: Material Properties 03b - Concrete DataTable 7: Material Properties 03b - Concrete DataMaterialFcFinalSlopeKN/m24000Psi27579.03-0.100000c-252500.00-0.100000Table 8: Material Properties 03e - Rebar DataTable 8: Material Properties 03e - Rebar DataMaterialFyFuFinalSlopeKN/m2KN/m2A615Gr60413685.47620528.21-0.1000003. Section propertiesThis section provides section property information for objects used in the model.3.1. FramesTable 9: Frame Section Properties 01 - General, Part 1 of 4Table 9: Frame Section Properties 01 - General, Part 1 of 4SectionNameMaterialShapet3t2AreaTorsConstI33I22mmm2m4m4m4B*40*30c-25Rectangular0.4000000.3000000.1200000.0019440.0016000.000900Table 9: Frame Section Properties 01 - General, Part 2 of 4Table 9: Frame Section Properties 01 - General, Part 2 of 4SectionNameAS2AS3m2m2B*40*300.1000000.100000Table 9: Frame Section Properties 01 - General, Part 3 of 4Table 9: Frame Section Properties 01 - General, Part 3 of 4SectionNameS33S22Z33Z22R33R22m3m3m3m3mmB*40*300.0080000.0060000.0120000.0090000.1154700.086603Table 9: Frame Section Properties 01 - General, Part 4 of 4Table 9: Frame Section Properties 01 - General, Part 4 of 4SectionNameAModA2ModA3ModJModI2ModI3ModMModWModB*40*301.0000001.0000001.0000001.0000001.0000001.0000001.0000001.000000Table 10: Frame Section Properties 02 - Concrete Column, Part 1 of 2Table 10: Frame Section Properties 02 - Concrete Column, Part 1 of 2SectionNameRebarMatLRebarMatCReinfConfigLatReinfCoverNumBars3DirNumBars2DirmB*40*30A615Gr60A615Gr60RectangularTies0.04000033Table 10: Frame Section Properties 02 - Concrete Column, Part 2 of 2Table 10: Frame Section Properties 02 - Concrete Column, Part 2 of 2SectionNameBarSizeLBarSizeCSpacingCNumCBars2NumCBars3mB*40*30#9#40.150000334. Load patternsThis section provides loading information as applied to the model.4.1. DefinitionsTable 11: Load Pattern DefinitionsTable 11: Load Pattern DefinitionsLoadPatDesignTypeSelfWtMultAutoLoadDEADDEAD1.0000005. Load casesThis section provides load case information.5.1. DefinitionsTable 12: Load Case DefinitionsTable 12: Load Case DefinitionsCaseTypeInitialCondModalCaseBaseCaseDesActOptDesignActDEADLinStaticZeroProg DetNon-CompositeMODALLinModalZeroProg DetOther5.2. Static case load assignmentsTable 13: Case - Static 1 - Load AssignmentsTable 13: Case - Static 1 - Load AssignmentsCaseLoadTypeLoadNameLoadSFDEADLoad patternDEAD1.0000005.3. Response spectrum case load assignmentsTable 14: Function - Response Spectrum - UserTable 14: Function - Response Spectrum - UserNamePeriodAccelFuncDampSecUNIFRS0.0000001.0000000.050000UNIFRS1.0000001.0000006. Structure resultsThis section provides structure results, including items such as structural periods and base reactions.Figure 2: Deformed shape6.1. Mass summaryTable 15: Assembled Joint MassesTable 15: Assembled Joint MassesJointU1U2U3R1R2R3KN-s2/mKN-s2/mKN-s2/mKN-m-s2KN-m-s2KN-m-s230.880.880.880.00000.00000.000040.880.880.880.00000.00000.00006.2. Base reactionsTable 16: Base ReactionsTable 16: Base ReactionsOutputCaseGlobalFXGlobalFYGlobalFZGlobalMXGlobalMYGlobalMZKNKNKNKN-mKN-mKN-mDEAD0.0000.00089.2800.0000-267.84000.00007. Joint resultsThis section provides joint results, including items such as displacements and reactions.Table 17: Joint DisplacementsTable 17: Joint DisplacementsJointOutputCaseU1U2U3R1R2R3mmmRadiansRadiansRadians3DEAD0.0000000.0000000.0000000.0000000.0000000.0000004DEAD0.0000000.0000000.0000000.0000000.0000000.000000Table 18: Joint ReactionsTable 18: Joint ReactionsJointOutputCaseF1F2F3M1M2M3KNKNKNKN-mKN-mKN-m3DEAD0.0000.00044.6400.0000-44.64000.00004DEAD0.0000.00044.6400.000044.64000.00008. Frame resultsThis section provides frame force results.Table 19: Element Forces - Frames, Part 1 of 3Table 19: Element Forces - Frames, Part 1 of 3FrameStationOutputCasePV2V3mKNKNKN20.00000DEAD0.000-44.6400.00020.50000DEAD0.000-37.2000.00021.00000DEAD0.000-29.7600.00021.50000DEAD0.000-22.3200.00022.00000DEAD0.000-14.8800.00022.50000DEAD0.000-7.4400.00023.00000DEAD0.000-4.619E-140.00023.50000DEAD0.0007.4400.00024.00000DEAD0.00014.8800.00024.50000DEAD0.00022.3200.00025.00000DEAD0.00029.7600.00025.50000DEAD0.00037.2000.00026.00000DEAD0.00044.6400.000Table 19: Element Forces - Frames, Part 2 of 3Table 19: Element Forces - Frames, Part 2 of 3FrameStationOutputCaseTM2S11MaxM3PtS11Maxx2S11MaxmKN-mKN-mKN/m2KN-mm20.00000DEAD0.00000.00005580.00-44.640030.20000020.50000DEAD0.00000.00003022.50-24.180030.20000021.00000DEAD0.00000.0000930.00-7.440030.20000021.50000DEAD0.00000.0000697.505.58001-0.20000022.00000DEAD0.00000.00001860.0014.88001-0.20000022.50000DEAD0.00000.00002557.5020.46001-0.20000023.00000DEAD0.00000.00002790.0022.32001-0.20000023.50000DEAD0.00000.00002557.5020.46001-0.20000024.00000DEAD0.00000.00001860.0014.88001-0.20000024.50000DEAD0.00000.0000697.505.58001-0.20000025.00000DEAD0.00000.0000930.00-7.440030.20000025.50000DEAD0.00000.00003022.50-24.180030.20000026.00000DEAD0.00000.00005580.00-44.640030.200000Table 19: Element Forces - Frames, Part 3 of 3Table 19: Element Forces - Frames, Part 3 of 3FrameStationOutputCasex3S11MaxS11MinPtS11Minx2S11Minx3S11MinmmKN/m2mm20.00000DEAD-0.150000-5580.001-0.200000-0.15000020.50000DEAD-0.150000-3022.501-0.200000-0.15000021.00000DEAD-0.150000-930.001-0.200000-0.15000021.50000DEAD-0.150000-697.5030.200000-0.15000022.00000DEAD-0.150000-1860.0030.200000-0.15000022.50000DEAD-0.150000-2557.5030.200000-0.15000023.00000DEAD-0.150000-2790.0030.200000-0.15000023.50000DEAD-0.150000-2557.5030.200000-0.15000024.00000DEAD-0.150000-1860.0030.200000-0.15000024.50000DEAD-0.150000-697.5030.200000-0.15000025.00000DEAD-0.150000-930.001-0.200000-0.15000025.50000DEAD-0.150000-3022.501-0.200000-0.15000026.00000DEAD-0.150000-5580.001-0.200000-0.1500009. Material take-offThis section provides a material take-off.Table 20: Material List 2 - By Section PropertyTable 20: Material List 2 - By Section PropertySectionObjectTypeNumPiecesTotalLengthTotalWeightmKNB*40*30Frame16.0000017.28010. Design preferencesThis section provides the design preferences for each type of design, which typically include material reduction factors, framing type, stress ratio limit, deflection limits, and other code specific items.10.1. Steel designTable 21: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3Table 21: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3FrameTypePatLLFSRatioLimitSDCImpFactorSystemRhoSystemSdsSystemRSystemCdSMF0.7500000.950000D1.0000001.0000000.5000008.0000005.500000Table 21: Preferences - Steel Design - AISC360-05-IBC2006, Part 2 of 3Table 21: Preferences - Steel Design - AISC360-05-IBC2006, Part 2 of 3Omega0NLCoeffPhiBPhiCPhiTYPhiTFPhiVPhiVRolledIPhiVT3.0000000.0020000.9000000.9000000.9000000.7500000.9000001.0000000.900000Table 21: Preferences - Steel Design - AISC360-05-IBC2006, Part 3 of 3Table 21: Preferences - Steel Design - AISC360-05-IBC2006, Part 3 of 3PlugWeldHSSWeldingHSSReduceTDLRatSDLAndLLRatLLRatTotalRatNetRatYesERWNo120.000000120.000000360.000000240.000000240.00000010.2. Concrete designTable 22: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2Table 22: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2MinEccenPatLLFUFLimitSeisCatPhiTYes0.7500000.950000D0.900000Table 22: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2Table 22: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2PhiCTiedPhiCSpiralPhiVPhiVSeismicPhiVJoint0.6500000.7000000.7500000.6000000.85000010.3. Aluminum designTable 23: Preferences - Aluminum Design - AA-ASD 2000Table 23: Preferences - Aluminum Design - AA-ASD 2000FrameTypeSRatioLimitLatFactUseLatFactMoment Frame1.0000001.333333No10.4. Cold formed designTable 24: Preferences - Cold Formed Design - AISI-ASD96Table 24: Preferences - Cold Formed Design - AISI-ASD96FrameTypeSRatioLimitOmegaBSOmegaBUSOmegaBLTBOmegaVSOmegaVNSOmegaTOmegaCBraced Frame1.0000001.6700001.6700001.6700001.6700001.5000001.6700001.800000